Summary for Test 2024-09-18-90-4
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 212498 DEA: 021H5204 EFIS: 0217000009 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-3,263-48.5/49.7 - 49.41 |
| Award Date | 08/04/2022 |
| Closeout Date | 09/30/2025 |
| Work Description | Roadway Rehabilitation |
| Location Description | 02-Sis-3, 263-R46.8/R48.0, 49.07/49.41 |
| QA Service Level | 1 (Verified on 06/06/2017) |
Sample Information
| Sample Taken Date | 09/18/2024 | Sample Unique Key | 90 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 09/19/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 3/4" HMA-A w/23.6% RAP PG 58-34M Valero |
| The quantity of what the sample constitutes | 16 boxes | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Joe | Last name of sampler or witnessed by | Delgado |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79718 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA | Transportation Laboratory (TL) Number | 851382 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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DIME Sample ID: 2024-09-18-90
DIME Test ID: 2024-09-18-90-4
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Test Release Date: 2024-10-07
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 10/03/2024
| Wet 1 | Wet 2 | Wet 3 | Dry 1 | Dry 2 | Dry 3 | |
|---|---|---|---|---|---|---|
| Treated | ||||||
| 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | |
| 95.0 mm | 94.8 mm | 94.9 mm | 94.8 mm | 94.8 mm | 94.8 mm | |
| 3853.4 g | 3852.1 g | 3854.8 g | 3853.9 g | 3853.4 g | 3854.5 g | |
| 2248.5 g | 2249.3 g | 2257.6 g | 2255.7 g | 2246.3 g | 2258.0 g | |
| 3874.5 g | 3874.1 g | 3879.9 g | 3876.9 g | 3880.1 g | 3876.8 g | |
| 2.550 | 2.550 | 2.550 | 2.550 | 2.550 | 2.550 | |
| 3934.3 g | 3932.7 g | 3932.5 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 95.0 mm | 94.9 mm | 94.9 mm | ||||
| 162 mmHg | 182 mmHg | 172 mmHg | ||||
| 22 inHg | 21 inHg | 22 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1626.0 cm^3 | 1624.8 cm^3 | 1622.3 cm^3 | 1621.2 cm^3 | 1633.8 cm^3 | 1618.8 cm^3 | |
2.370 | 2.371 | 2.376 | 2.377 | 2.359 | 2.381 | |
7.1 % | 7.0 % | 6.8 % | 6.8 % | 7.5 % | 6.6 % | |
115.4 cm^3 | 113.7 cm^3 | 110.3 cm^3 | 110.2 cm^3 | 122.5 cm^3 | 106.8 cm^3 | |
3934.2 g | 3931.7 g | 3932.0 g | ||||
3945.7 g | 3943.1 g | 3943.0 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
80.9 cm^3 | 80.6 cm^3 | 77.7 cm^3 | ||||
70 % | 71 % | 70 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
17722 N | 15947 N | 16992 N | 19830 N | 19746 N | 21498 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
19 | 21 | 16 | 24 | 23 | 27 | |
0 | 0 | 0 | 0 | 0 | 0 | |
792 kPa | 713 kPa | 760 kPa | 888 kPa | 884 kPa | 962 kPa | |
109 psi | 132 psi | |||||
0.83 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=110 psi, S2=132 psi, TSR=83%
Test was verified on 10/7/2024 ✔